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193-711-20 193-711-22 193-711-27-'
193-711 _1 9 x + t
'1193-711-35,
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CONSTRUCTION NOTES
193-711-14 rn w _4 Co
C\j 193-711-36
" AC OVER 4'' CMB @ CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 Z in Cm 193-711-34
+ +
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0 193-711-29 tn tl-
00 In LLI w
C\j I
193-711-37
NOTE:
52%
4
W
06
to -
F
0
0.
(�2)
C`
GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY
43 34,
193-711-30 " AC PAVEMENT AND PLACE OVERLAY
193-721-03
NO. 1000
CURB PER CITY OF FONTANA STD. 382 REMOVAL NOTES
0 40
U2 I Ruu v 4 17 UU 3 1 UL AL IN r ER C I I v OF r VINI VANA
STD. NO. 1006
CCONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALK
� PER CITY OF FONTANA STD. NO. 1002 SHT I OF 2 (MODIFIED)
CONSTRUCT COMMERCIAL AND INDUSTRIAL DRIVEWAY
WITH PARKWAY SIDEWALK PER CITY OF FONTANA
STD. NO. 1002 SHT 2 OF 2
HDR ENGINEERING, INC.
2880 MAR KET STRE ET, S U ITE 100
RIVERSIDE, CA 92501
(951) 320-7300
\\orci—f-,I,,irvC)1'\ustilproj\2C�009�5\,003\projec�i—cJr-cwings\lcyouts\200093ela.dgn
(R RELOCATE EXISTING WATER METER (BY OTHERS)
n36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS)
CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 313 -IF CASE E, H = 2"
ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE
UTILITIES AGENCY STD. PLAN
REV.
e_
DIAL NG
BEFORE DAYS BEFORE
YOU DIG You nIG
TOLL 1-800-227-266-0
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT r-
1215/2007
REVISION DESCRIPTIMI
28 PM DFLTUSLR
DATE I ENGR. I CITY I WE
H REMOVE
9 RFMOVE
F41] REMOVE
EXISTING PAVEMENT
EXISTING CURB
EXISTING DRIVEWAY
CURVE DATA
No.
R
L
T
�g
180-00,0018
2. 00'
6. 28"
N/A,
90
180" 00,1001,
2. 00'
6. 28'
N/A
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS
AND STANDARDS IN EFFECT.
Prepared Lhder The SupervTolon of -
4e
C M37A_
CI IL
0 F 0_1
CURVE DATA
No.
R
L
T
�g
89* 10'4611
50.00'
77.82'
49.29'
I�B 1
90 . 46"28"1
50.00'
1 79.22t 1
50.68,
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STREET IMPROVEMENTS
AAW Or MM— LAYOUT PLAN SCAM 40 i
DESOM BY: KRW STA 250+40 TO STA 262+40 DAM.
12/5/2007
CHECKED BY- APPROVED BY:
DRAWM NO.:
Date a I Z/5/0T TK 4 312 IT47
CITY ENGINEER R. CX. 51152 DATE: